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MUNDY ROAD a LIVE OAK ROAD <br /> INDEX of SHEETS COUNTY OF SAN JOAQUIN <br /> SHEET N0. I TITLE PAGE - <br /> I R16-RI5 1964 1 4 <br /> SHEET NO. 2-3 LIVE OAK ROAD a MUNDY ROAD <br /> DEPARTMENT OF HIGHWAYS <br /> SHEET NO 4 STANDARD DOUBLE BOX CULVERT - <br /> ubmitted <br /> i <br /> S T O C K T O N , CALIFORNIAB. WONG— R.E. 11988 - <br /> - DUTY DIRECTOR OF PUBLIC WORKS I <br /> ppro d: APAUL21 _-r1964 <br /> VERNON F. L H M AN, Chairman <br /> Board of Supervisors <br /> Son ,Joaquin County <br /> A <br /> STA. 26+50 - <br /> END OF PROJECT <br /> 1 <br /> Ix ,. <br /> - <br /> MDG T <br /> A N 1 LANE loo ROAD NO. 551 <br /> as <br /> j ••3N R7E• • HAWDE ROAD N <br /> 2 0 80 __. 10 <br /> � o ;ROAD lB <br /> 41 <br /> po 40 <br /> j , <br /> ! Q <br /> 4 4 <br /> � Z <br /> o <br /> Q G { <br /> HIla <br /> OGAN TRACT __-__ <br /> H IGH TRACT W <br /> 0. 2 j <br /> Filed M Y2 f9 mV� i.4 f B I n <br /> _�._ o Ma sP� <br /> - IA , N = <br /> 5]NrI KOAp <br /> � ; ,1910 � �aDsP5 .JCcunt� Rcror�ls _ __7 <br /> tr _ <br /> Fi I d Mar 7 m V 15 of M <br /> I i <br /> LEis E N D 14 } —ABBREVIATIONS— <br /> i <br /> _ R!yht of way <br /> y F - ' l <br /> TYPE GRADE DESCRIPTION 4 HAwES , < C Asphalt concrete <br /> A - - — Shall conform to design grade. N 19 20 ,1 1z 13 15 iG a 20 21 + gate Ba <br /> ARMSTRONG ROAD Ili 9 Ip I ,o -zo B <br /> N0.01-281 ROA O �3. �,.,qc .Z q-, r.� m __i E P. to a ose <br /> Aggregate <br /> AgOregO <br /> B May be above design grade. Existing Pavement <br /> Shall remain parallel to design grade ' e 9 ry 29 28 g <br /> E STA. 0+00 <br /> 29 Pen. Tr Penetration Treatment <br /> -�nw flPODEHL 30 1 <br /> C - - May be above or below design grade i col BEGINNING OF PROJECIi +I <br /> 0 G. Original Ground <br /> Shall remain parallel to design grade i � <br /> 11 TRACT PC C. Portland Cement Concrete <br /> so I 5 i Concrete Pipe <br /> I •�' C 3 ♦ _... _ -._._ -' _.. _-__T-.� '.yuck ..t ✓.. rr::reA _ 1 C P , <br /> D May be above and or below design - - a('yTEAR CREED i E P <br /> i _ <br /> 5 C Extra Strength Concrete Pipe <br /> r S SUBDIVISION I e <br /> AVE. I [7 <br /> grade. Shall retain general shape i" 0 ISION OF THE NORTH/'? OF SECTION 30—T.3f : '�. eteiraK R c P Reinforced Concrete Pipe <br /> ' C, M. P - Corrugated Metal Pipe / <br /> c <br /> of design grade. ='iea Arg 4 i856 inVeLp of Mops P 6 - S J %o Records z � ! I ' ' I G M PA - Corrugated Metal Pipe Arch <br /> C', <br /> (, B. = Catch Basin A <br /> q <br /> Earthwork to be balanced in theD I Drop inlet <br /> yf - <br /> k• a M H Manhole <br /> field between arrows. ?< ZE Z, za STA. 50+00 S ; A. 127+ 50 S-Dr side Drain <br /> zg I c' BEGINNI G OF PROJECT i ENDS OF ROJECT x—Dr Crass brain <br /> R ®D Remove and Dispose <br /> R a S Remove and Salvage <br /> I i <br /> LIVE I , dRTON .ROAD ' ROAD N0. 01-202 1D NO 2-715Y0.H. Station Yards Overhaul <br /> �• m Y4-, _ It IF,L - Flowbne <br /> 0 <br /> T <br /> i <br /> LAYOUT PLAN & PROJECT LOCATION MAP <br /> I <br /> i <br /> SCALE I _ 6001 <br /> I <br /> 4 - I8a <br />